|
,
<br /> ,, . ,
<br /> , . �
<br /> � , ;
<br /> � LEGEN� ABBREVIATIONS GENERAL NOTES DR.AWWG LIST .
<br /> DESCRfPTION SYMBOL DESCRIPT[ON SYMBOL & AND E EAST,EIECTRICAL PC POWT OF CUR'IATURE l. ALL WORK SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION SHEET NUMBER SHEET TITLE
<br /> 8'� SS � AT EA EACH PCC POINT OF COM?CUND CURVATURE STANDARDS AND SPECIF[CAT[ONS FOR DEVELOPMENT. A COPY OF THIS DOCUMENT C0.01 GENERAL NOTES,LEGEND,C.38REVIAT(ONS AND DRAWING LIST Z1,yUAcRGUNSULfP�.SCAARCHItECTSLL?
<br /> � LIM[TS OF WORK ---��-�-�---•--------�---� S4N[TARY SEWER LINE � DEFIECT[ON ANGLE EG EXISTING GRADE,EXIST[NG GROUND PED PEDESTR[AN SHALL BE ON SfTE DURWG CONSTRUCTION. C0.02 NOTES
<br /> � °,DEG DEGREE EJ EXPANSION JO[NT PERF PERFORATED
<br /> EASE BOUNDARY • . 'NATER LINE 8 W � u�NO N MBERER ELEC ELECTRIC�AL P[RP P INT OFCINTERSECT[ON 2 ROED AND HITCHIN6S T[TLED '70POGRAPHfC &OBOUNDARY URVEY,PROVfDENCEY BUSH, C102 TEMPORARY EROSION AND S�DIMENTATION CONTROL PLAN _AREA A p�2TaN�
<br /> L REGIONAL MEDICAL CENTER,COLBY CAMPUS CUP S[TE DATED 5/3/2016. THE
<br /> F[RE HYDRANT -�� EMBED EMBED(-DED,-MENT) PIV POST[NDfCATOR VALVE CONTRACTOR SHpLL VERIFY ALL EXIST[NG CONDlTIONS PRIOR TO COMMENCEMENT OF C2.01 S17E DEMOL[TION PLAN-An^EA A AREA 8 o5t�1JGEtEs
<br /> EASEMENT LfNE --------- � AASHTO AMERICAN ASSOC[AT[ON ENGR ENGINEER PL PROPERTY LIME CONSTRUCTION ACT[VIT[ES. wasHir:�roricc
<br /> FITT[NG OF STATE NIGHWAY AND ES EACH SIDE PLC PLACE C2A2 SITE DEMOL[T[ON PLAN-�;EA 8 New vq�t
<br /> , �j [NLET PROTECTION � TRANSPORTAT[ON OFFICIALS EQ EQUAL PLUMB PLUMBWG 3. TNE LIM[TS OF WORK INDICATED ON THE CNIL DRAWINGS APPLY TO THE StTE AND C3.01 SITE AND PFiVING PLAN- AncA A
<br /> GATE VALVE ABAN ABANDON (-ED) EQUfP EQU[PMENT POLY POLYETHYLEN� UT1L[TY WORK SHOWN ON THESE DRAW[NGS ONLY. THERE MAY BE WORK OUTSfDE OF C3.02 SITE AND PAVING PLAN-^v7:A B 925 Fourth Avenue
<br /> SED[MENT CATCHMENT � AC ASBESTOS CEMENT, EW EACH WAY PPM PARTS PER MILLION THE L(M[TS OF WORK fND[CATED BY OTHER DISC[PL[NES OR TRADES. Suite 2400 .
<br /> AREA HORIZONTAL ASPHALT CONCRETE EX[ST EXISTING PRC POWT OF REVERSE CURVATURE C4.01 GRADING PLAN-AREA A Seattle,WA98104
<br /> � 4. UNDER NO CIRCUMSTANCES SHALL WORK BE DONE OUTSIDE THE L[MITS OF WORK,
<br /> THRUST BLOCK ACt AMER[CAN CONCRETE INST[TUTE EXP EXPANS[ON PROP PROPERTY UNLESS INDICATED,W[THOUT WRITTEN APPROVAL FROM THE OWNER'S REPftESENTATIVE. C4.02 GRADING PIAN-AREA B T 206 6239414
<br /> STONE/SAND BAG � AD AREA DRAIN EXT EXTERIOR PROT PROTECTION ° ANY WORK DONE IN AREA ADJACENT TO THE LIMITS OF WORK SHALL BE CARRIED OUT F 206 6237828 �
<br /> REDUCER ADDL ADD[T[ONAL PSF POUNDS PER SQUARE FOOT C5.01 STORM DRAINAGE PLAN -AR=A A
<br /> ON THE PROJECT S[DE ONLY. www.zgf.com
<br /> ROCK CHECK DAM � ADJ ADJACENT, F F[RE PS[ POUNDS PER SQUARE (NCH C5.02 STORM DRAINAGE PLAN-AREA B
<br /> N 10�000 ADJUST(-ED,-MENT�-ABLE) FD FLOOR DRA[N�FOUNDAT[ON PT POINT OF TAPiGFNCY 5. ALL EXCAVAT[ON SHALL BE W ACCORDANCE W[TH THE GEOTECHNICAL ENGINEERING C6.01 UTILITY PLAN - AREA A consu�tants
<br /> r STRAW BALE o� COORDINATE POINT AGGR AGGREGATE DRAIN PVC POLY4INYL CHLOR[DE DESIGN REPORT BY GEOENGWEERS T[TLED 'CENTRAL UT[LITY PLANT WEST PARKING
<br /> ' � ALT ALTERNATE,ALTERNATIVE FDC FIRE DEPARTMENT CONNECTION PVMT PAVEMENT LOT EVERETT,WASHINGTON'� DATED APR[L 22,2016. THE CONTRqCTOR SHALL COMPLY C7.01 SECTIONS AND DETAILS
<br /> ' CENTERLINE OF SWALE �-- ANS[ AMERICAN NATIONAL STANDARDS FDN FOUNDAT[ON WITH REPORT RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL C7.02 SECTIONS AND DETAILS CIVIL ENGINEER
<br /> 115.00 NOT EXCEED THOSE SLOPES WITHOUT PRIOR WR[TTEN APPR04AL OF THE GEOTECHNICAL
<br /> GRADING [NSTITUTE FG FWISHED GRADE,FWISHED GROUND R RADIUS
<br /> ' TOP OF SLOPE SPOT ELEVATION �- APPD APPROVED FH FIRE HYDRANT RCMD RECOMMEND (-EDl ENGINEER. C7.03 SECTIONS AND DETAILS Magnusson Klemencic Associates -
<br /> SLOPF p15,0) APPROX APPROXIMATE(-LY) F1N FIN(SH(-ED) RD ROOF ORA[N CS.O7 UTILITY PROFILE 1301 FifthAvenue,Suite3200
<br /> TOE OF SLOPE GRADING EXISTING APWA AMERICAN PUBL[C WORKS FL FLANGE,fL00R,FLOWLINE RCP REINFORCED CONCRETE P[PE 6. THE CONTRACTOR SHALL CONTACT THE UTIL[TY NOT[F[CATfON CENTER Seattle,WA 98101-2699
<br /> �- U-800-424-5555)PRIOR TO BEG]NNING ANY WORK. THE CONTRACTOR SHALL BE T 206-292-1200
<br /> SPOT ELEVATION ASSOCIATION FM FORCE MAIN RED REDUCER RESPONSIBLE FOR OBTAlNING THE SERV[CES OF A PROFESSIONAI,UNDERGROUND
<br /> �j COMPOST SOCK N 10,000 ARCH ARCNITECT(-URAL) FT FOOT,FEET REF REFER(-ENCEI UTILITY LOCATION SERVICE TO LOCATE AND MA[NTAIN MARKINGS THAT IND[CATE LANDSCAPE ARCNIiECT
<br /> GRAD[NG SPOT ELEVATION � ASPH ASPHALT FTG FOOTlNG REINF REINFORCE (-D,-MENT?, LOCATIONS OF UNDERGROUND UTIL[TIES ON PRIVATE PROPERTY IN THE CONSTRUCTION Site Workshop
<br /> CENTERLWE -'------ W[TH COORD[NATE EL=115.00 ASSY ASSEMBLY REINFORCING AREA.
<br /> 222 Eturia SUezt
<br /> ASTM AMERlCAN SOCIETY FOR TESTING G GAS,GUTTER REQD REQUIRED Seaflle,WA9E1109
<br /> GRADE BREAK ------�B-------- / . AND MATERIALS GA GAGE,GAUGE RET RETAfNING 7. HOR[ZONTAL DATUM IS A PROJECT DATUM.SEE THE PROJECT SURVEY FOR TNE BASIS T2o6-285-3026
<br /> ASPHALT CONCRETE ATB ASPHALT TREATED BASE GAL GAL�ON REV REVISION OF THE PROJECT COORDINATE SYSTEM. VERTICAL DATUM IS NAVD 88. SEE THE
<br /> PROJECT SUR4EY FOR BENCHMARK LOCAT[ONS. i ELECTRICAL ENGIP�EER
<br /> MAJOR r,RADING ���_ PAVEMENT TYPE 1 AWWA AMER(CAN WATER WORKS GALV GALVAN[ZE (-D) RIM RIM ELEVATION �j .
<br /> ELEVAT[ON CONTOUR ASSOCIATION GB GRADE BREAK RJ RESTRAMED JO1NT � g. THE ANTICIPATED CONSTRUCTION PHASING WILL WCREASE THE 1MPERV[OUS AREA AND SITE DEMOLITION NOTES STANTECCONSULTINGSERVICES �
<br /> ASPHALT CONCRETE � :' GEN GENERAL � ROW RIGHT-OF-WA'f 2 STORM WATER RUN-OfF VOLUME THAT WILL BE D[RECTED TO THE EXISTING DETENTION A100194th Street,Suited00
<br /> ' MINOR GRADWG 113 PAVEMENT TYPE 2 �'' �'r �!! BLDG BUILDING GPM GALLONS PER MINUTE � RT RIGHT PONDS UNTIL THE NEW STORM WATER DETENT[ON VAULT IS FUNCTIONAL. THE OWNER Lynwaod,WA 98036-�613 ,
<br /> ,/,:/ l. THE CONTRACTOR SHALL PROV[DE,ERECT AND MAINTAIN ALL TEMPORARY T2o6-667-0553
<br /> ELEVAT[ON CONTOUR "' BLK BLOCKING GV GATE VALVE RW RETA[N[NG WALI_ AND CONTRACTOR W[LL JOWTLY DEVELOP A PROGRAM TO MONlTOR THE EXISTING BARRIERS AND SECUR[TY DEV(CES AS NECESSARY.
<br /> 8°SD ..;•.: BM BEAM, BENCH MARK DETENTION PONDS UNTlL THE NEW VAULT IS ON-LfNE [F THE SURFACE WATER
<br /> � PERFORATED STORM DRAW -----`--- CONCRETE WALK �:p ' ;' BOL BOLLARD H HORIZONTAL S SLOPE,SOUTH ELEVATI4N OF THE PONDS APPROACHES ELEVATION 112.70 FEET,'THE OWNER, 2. THE CONTRACTOR SHALL COORDWATE THE ftEMOVAL,ABANDONMENT AND/OR
<br /> - "'' �� �••:.. BOR SOTTOM OF ROCKERY HDPE HIGH DENS[TY POLYETHYLENE SCHED SCHEDULE 04ERFLOW AND BACKWATER EVENT.M W[LL DEVELOP A PLAN TO IdANAGE A POTENTIAL CAPP[NG OF EXISTING UTI�ITIES WITH THE APPUCABLE UT[LITY AGENCY OR
<br /> .,:-
<br /> r STORM DRA[N 8 SD BOT BOTTOM HGL HYDRAUL[C GRADE LINE SCI SINGLE CURB INLET PURVEYOR,INCLUDING 8UT NOT U�d[TED T0�
<br /> BOW BOTTOM OF WALL HH HANDHOLD SD STORM DRAIN TEMPORARY EROSION AND SEDIMENT CONTROL NOTES A. EXISTWG WATER CONNECTIONS- CITY OF EVERETT.
<br /> CATCH BAS[N �ECOMPOSED GRAN[TE BRG BEARING HORIZ HORIZONTAL SDMH STORM DRAIN hiANHOLE B. EXISTING NATURAL GAS CONNECTIONS - PUGET SOUND ENERGY.
<br /> BSBL BU[LDING SETBACK LINE HP HIGH PO[NT SE SOUTHEAST 1. THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC)PLAN $HALL BE IMPLEMENTED C. EXISTWG STORM DRAINAGE AND SANITARY SEWERS - CITY OF EVERETT. '
<br /> AREA DRAIN -� ____________________ BSMT BASEMENT HT HEIGHT SECT SECT[ON PR[OR TO ANY LAND-DISTURBING ACT[V[TY ON THE CONSTRUGTION S[TE. D. EXISTIN6 POWER CONNECT[ONS -SNOHOM[SH COUNTY PUBU C UTILITY
<br /> CONCRETE PAVEMENT _________________-__- BTWN BETWEEN HTB HORIZONTAL THRUST BLOCK SED SEDIMENTAT[ON DlSTRICL
<br /> CAPPED END -� -======--=_-===_=__=== HYD HYDRANT SF SQUARE FEET 2. THE CONTRACTOR lS RESPONSIBLE FOR REMOVAL OF DIRT FROM}1LL VEHICLES LEAV[NG
<br /> C&G CURB AND GUTTER SHT SHEET > THE SITE. ACTIONS MUST BE TAKEN TO M[NIMIZE THE TRACI(!NG OF MUD AND SO[L 3. EXCAVATION FOR REMOVAL OF EX[STING SITE IMPROVEPdENTS AND UTIL[TIES
<br /> CLEANOUT � � CANT CANTILEVER [D WSIDE OIAMETER SIM SIM[LAR' FROM CONSTRUCT[ON AREAS ONTO PUBL[C ROADWAYS. TNE CONT�ACTOR IS SHALL BE]N ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL ENGINEERWG
<br /> CB CATCH BAS[N [E [NVERT ELEVAT[ON SOG SLAB ON GRADE RESPONSIBLE FOR KEEPING ADJACENT ROADWAYS FREE OF DIRT.: SOtL TRACKED ONTO REPORT BY GEOENGINEERS.THE CONTRACTOR SHALL COMPLY W[TH THE
<br /> MANHOLE CG CENTER TO CENTER [NCL WCLUDE(-D),WCLUDWG SPC SPACE THE ROADWAY SHALL BE REMOVED DAILY. REPORT REC061MENDATIONS POR iEMPORARY CONSTRUCTION SLOPES AND
<br /> CDF CONTROLLED DENSITY FILL lNFO [NFORMAT[ON SPEC SPECIF[CATION SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE
<br /> GEOTECHNICAL ENGlNEER.
<br /> 0 0 o CFR CODE OF FEDERAL REGULATIONS !NT [NTER[OR,INTERSECTION, SS SANITARY SEWER 3. ANY SO[L STOCKP[LES SHALL BE LOCATED AWAY fROM SWALES AND CATCH BASINS.
<br /> CONSTRUCTION ENTRANCE Q���Q�p�o�o CFS CUB[C FEET PER SECOND [NTERMITTENT SSS SANITARY SIDE SEWER STOCKP[LES SHALL BE MULCHED,AND ADEQUATELY CONTAINED TryROUGH THE USE OF 4. CAP OR PLUG UT1L[TY SERVICES AT THE LlM1TS OF EXCA4ATION OR AT iHE . ,
<br /> CI GAST[RON fNV [NVERT SSMH SANITARY SEWER MANHOLE SEDIMENT BARRIERS L[M[TS OF WORK,UNLESS NOTED OTHERWISE. .
<br /> CIP CAST-[N-PLACE lRR [RR[GATION ST STREET
<br /> STRAW MULCH � CJ CONSTRUCTION JOINT STA STAT[ON 4. MITIGATfON MEASURES SUCH AS DUST SUPPRESS[ON TECHN[QUES SHOULD BE [N PLACE 5. DEMOLITION ASSOCIATED W(TH ELECTR[CAL LINES AND APPURTENANCES
<br /> CL CENTERLlNE JT JOWT ; STD STANDARD DURING DEMOLITION AND CONSTRUCT[ON EVENTS TO MlNfMIZE THE TRACK[NG AND SHALL BE COORDINATED WITH THE ELECTRICAL ORAWINGS.D�MOLITION FOR
<br /> ^ CLR CLEAR(-ANCE) STL STEEL BROADCAST[NG OF fUGIT[VE PART[CULATE EMISSIONS ONTO PUBLIC ROADWAYS AND SPEC[FIC ELECTRICAL ITEMS WDICATED ON THE DEMOI[TlON PLANS SHALL
<br /> L CMP CORRUGATED METAL P[PE LARCH LANDSCAPE ARC�NITECT(-URAL1 STRUC STRUCTURAL,S7RUCTURE ACROSS PROPERTY LINES. NOT BE CARRIED OUT UNTIL POWER SOURCcS TO TNE[TEMS[ND[CATED FOR
<br /> � CNR CORNER LAT LATERAL' SW SOUTHWEST REMOVAL HA4E BEEN MADE SAFE.
<br /> � CO CLEAN OUT LB POUND SYM SYMMETRICAL 5. AT THE CONTRACTOR�S OPTION ALTERNATE METNODS OF TREATMENT OF CONSTRUCTION 6. REMOVE EX[STING CONCRETE PAVEMENT TO FULL DEPTH.BASE COURSE
<br /> D EMO LITIO N LEG E N D COE ClTY OF EVERETT LF LINEAL FEET STORMWATER RUNOfF MAY BE PROPOSED FOR USE FOR TEMPORARY SEDIMENTATION. MATERIAL MAY REMA[N!N NEW PAVEMENT AREAS:
<br /> COL COLUMN LOC LOCATE(-D1,LOCATION T TANGENT THE PROPOSED ALTERNATE METHODS MUST MEET THE EFFLUENT QUALITY RE�UIRED BY
<br /> DESCRIPTION SYMBOL COMB COMBWAT[ON LP �OW POINT TB . THRUST BLOCK THE STATE OF WASHINGTON WATER QUALITY STANDARDS FOR SURFACE WATERS.THE 7. REMOVE EX[STWG ASPHALT CONCRETE PAVEMENT TO fULL DEPTH. BASE .
<br /> COMM COMMUN[CAT[ON LT LEFT TC, TOP OF CLRo CONTRACTOR SHALL SUBMIT THE ALTERNATE METHODS FOR REVIEW AND APPROVAL BY COURSE MATER(AL MAY HEMAIN IN NEW PA4EMENT AREAS.
<br /> ITEM TO BE REMOVED CONC CONCRETE TD TRENCH DRAIN THE OWNER�S REPRESENTATIVE PR[OR TO BEGINNWG WORK. SEE NOTE 18 FOR EFFLUENT Revisions
<br /> , COND CONDUIT,COND(TION MATL MATER[AL TE TOP ELEVATIOPI,TRASH ENCLOSURE REQU[REMENTS. 8. PROTECT ALL EXISTING STRUCTURES AND FOUNDATIONS INDICATED TO
<br /> ' ______.__„_ CONN CONNECT(-ION) MAX MAXIMUM TEL TELEPHONE REMA[N DURING CONSTftUCTION. CONTRACTOR SHALL PROVIDE SHORING AS 0 �OCRELOt aera-uis
<br /> ITEM TO REMAIN -�---�-��-��- - CONST CONSTRUCTION MECH MECHANICAL TEMP TEMPORARY 6. ALL DISCHARGES FROM ANY ACT[VE DEWATER(NG SYSTEM SHALL'BE TREATED PRIOR TO REQUIRED IN ORDER TO NOT IMPACT EXfST[NG STRUCTURES,FOUNDATfONS � ooc Re�az __ oeni�is
<br /> CONT CONTINUAT]ON,CONTINUE, MFR MANUFACTURER TESC (EMPORARY ERUSION AND LEAVING THE PROJECT S[TE BY DIRECTlNG WATER TO THE SEDIMENT TRAPPING DEVICES AND RETAINING WALLS. _z cc000i iiioans :
<br /> CAP UTILITY, j ccooca.i o3r s�i»
<br /> SEE S[TE DEMOLITION �� � � � :r CONTINUOUS MH MANHOLE SEDIMENTATION CONTROL AND MEET THE EFFLUENT�UALITY REQUIRED BY THE STATE OF WASH[NGTON WAiER 9. PROTECT ALL EXISTING UTILfTIES[NDICATED TO REMAIN FROM DAMAGE AT
<br /> � CONTR CONTRACTOR M[C MONUMENT IN CASE TOC TOP OF CONCRETE qUALITY.STANDARDS FOR SURFACE WATERS BEFORE BEWG DISCfIARGED OFFSITE. SEE ALL TlMES DURING CONSTRUCT[QN.CCNTRACTOR SHALL PROVfDE TEMPORARY
<br /> REMOVE EXISTIN6 COORD COORDINATE,COORD[NATION MIN M[NIMUM TOF TOP OF FOOTING ,, .� "` NOTE 18 FOR EFFLUENT REQU[REMENTS. . SHORIPJG AS REQUfRED TO ENSURE ADEQUATE PROTECTlON OF UT[LlT1ES TO
<br /> ASPHALT PAVEMENT,S"cE CORP CORPORATION MISC MISCELLANEOUS TOR TOP OF R�Ch`�'f REMAIN AND TNE(R APPURTENANCES.CONTRACTOR SHALL FlELD VERIFY __
<br /> .
<br /> CTB CEMENT TREATED BASE MJ MECHAM CAL JOINT TOW TOP OF WAL! 7. AS CONSTRUCTION PROGRESSES AND SEASONAL COND[TIONS D[CTATE,TtiE EROS[ON FX[STING COND[TIONS PRIOR TO CO�dMcNCcMENT OF DEMOLITION OPERATIONS
<br /> SITE DEMOLIT[ON NOTE 7 � -- ; `
<br /> �j CTR. CENTER ML MATCHLlNE TRANS TRANSFORMER CONTROL FACILIT[ES SHALL BE MAfNTAINED AND/OR ALTERED AS REQUIRED TO ENSURE ++'+D NOTfF'f THE OWNER�S RE?RtSENTATlVE OF ANY DISCREPANCIES. ____.__
<br /> CU„`, CUB[C MON MONUMENT TYP TYP[CAL ' CONTINUWG EROS[ON AND SEDIMENTAT[ON CONTROL. - --'- -�
<br /> REMOVE EXISTING , 10. SEE LANDSCAPE DRAW[NGS FOR TftEE REMOVAL AND TREE PROTECTION. -__- ____ ___,T_ ,
<br /> CONCRETE SIDEWALK, CULV CULVERT MSE MECHANICALLY STAB[LIZED _ _ .
<br /> CV_ CHECK VAL4E EARTH UD UNDER DRA[N 8.` TNE [MPLEMENTATION,MAWTENANCE,REPLACEMENT AND ADDITIONS TO THE EROS[ON
<br /> DRIVEWAY,PAVEMENT AND � 11. REPLACE EX[ST[NG 6 INCH?ERFORATED STORM DRAW P[P1NG AND ---- -
<br /> PAD,SEE SITE MUTCD MANUAL ON UNIFORM TRAFF[C UNO UNLESS NOTED OTHERWISE AND SEDIMENTAT[ON CONTROL SYSTEMS SHALL BE THE RESPONS[BIL[TY OF THE CLEANOUTS THAT ARE REMOVED,DISTURBED,OR DAMAGED BY CONSiRUCT[ON - -
<br /> DEMOLITION NOTE 6 DEG DEGREE � CONTROL DEV[CES UTIL UTILITY CONTRACTOR. ANY DOWNSTREAM DAMAGE DUE TO THE FAILURE BY THE CONTRACTOR TO ACTIV[TIES. REPLACED PERFORATED P[PE SNALL MATCH EXISTING SIZE, -
<br /> .r 01 DEMO DEMOLISH,DEMOLIT[ON UV ULTRAVIOLET FULFlLL THESE REQUIREMENTS WILL BE THE CONTRACTOR�S LIAB[LITY, MATERIAL,SLOPE AND INVERT ELEVATlONS. -
<br /> DEPT DEPARTMENT N NORTH -
<br /> DET DETAIL ' NE NORTHEAST V VERT[CAL 9. THE TEMPORARY EROS[ON AND SED[MENTATION CONTROL SYSTEMS DEP[CTED ON THESE 72. SEE ELECTRICAL DRAWINGS FOR SITE l.[GHTWG FIXTURE RELOCATION AND - -- ---
<br /> DETN DETENTION `N[C NOT[N CONTRACT VAC VACUUM DRAW[NGS ARE[NTENDED TO BE MW[MUM REQUIREMENTS. ADD[TIONAL FACILIT[ES SALVAGE AND CONDUIT REMOVAL. -
<br /> DI DUCTILE IRON N0. NUMBER VC 4ERi[CAL CUR4E SHALL 8E WSTALLED AS NECESSARY AND MAINTAWED BY THE CONTRACTOR TO �3. LIMITS OF PAVEMENT REPdOVAL FOR UTILRY PIPlNG AND STRUCTURES ARE -
<br /> DIA DIAMETER NOM NOMINAL VDM VERT[CAL DRAIyAGE MATER[AL PREVENT SEDIMENTAT[ON OUTS[DE THE LIMlTS OF WORK. SHOWN FOR INFORMATION ONL'L REQUIRED R=MOVAL LIMCTS SHALL BE - --
<br /> D[AG DIAGONAL NTS NOT TO SCALE VERT VERT[CAL DETERMINED 8Y THE CONTRACTOR BASED ON EXCAVATION SUPPORT METHODS -- --
<br /> DICA DRILLED-IN CONCRETE ANCHOR NW NORTHWEST VIF VERIFY IN FIELD 10. THE TEMPORARY EROS[ON CONTROL MEASURES SHALL BE MAMTAINED IN A UT[LIZED FOR INSTALLATION OF THE UT[LITY PIP[NG AND STRUCTURES. --
<br /> D[M DtMENS[ON VOL VOLUME SAT[SFACTORY CONDIT[ON FOR TNE DURATION OF THE CONTRACT OR UNTIL DIRECTED BY -
<br /> QD[R DIRECT[ON OC ON CENTER VPC VERT[CAL POfNT OF CURVATURE THE OWNER'S REPRESENTATIVE. 14. THE EXISTING SAN[TARY SEWER CANNOT BE TAKEN OUT OF SERVICE UNT[L
<br /> � DS DOWNSPOUT OD OUTS[DE D[AMETER ' VP[ VERT[CAL POfNT OF INTERSECTION THE SANITARY SEWER REROUTE,DOCUMENTED ON SHEET C6.01,HAS BEEN
<br /> DWG DRAWING OPNG OPENWG VPT VERT[CAL PONT OF TANGENCY 11. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE AND ADJACENT AREAS CLEAN CONSTRUCTED AND ACCEPTED BY THE CITY OF EVERETT. THE CONTRACTOR
<br /> DWL DOWEL OPP OPPOS(TE(HAND) AT ALL TlMES BY SWEEP[NG. WASHDOWN WITH WATER W[LL NOT BE ALLOWED WITHOUT MAY PROPOSE ALTERNATE TEPdPORARY MEASURES TO MAINTAIN SERVICE THAT
<br /> DW DR[VEWAY OPT OPTION(-AL1 W WATER,WEST PRIOR APPROVAL. HAS BEEN COORDINATED WITH AND APPROVED BY TNE CITY OF EVERETT.
<br /> 3
<br /> 0 OSHA OCCUPATIONAL SAFETY AND WAC WA HINGTON ADMIN[STRATIVE CODE 7Z. THE CONTRACTOR SHALL PLACE INLET PR�OTECTION AT ALL CATGH BASINS WITHW THE � NORTH SI7E �
<br /> HEALTH ADMINISTRATION WP WORK PO[NT LIMITS OF WORK,INCLUD[NG THOSE SCHEDULED FOR DEMOL[TION PRIOR TO THE[R
<br /> OWS OIL/WATER SEPARATOR WPJ WEAKENED P�A,VE JOINT REMOVAL 1F THEY WILL RECE NE CONSTRUCT[ON STORMWATER RUNOFF. THERE MAY BE
<br /> WS WATER SUFRAC� � INLET PROTECTION REQUIRED OUTSIDE OF LIM[TS OF WORK INDICATED. INLET^ �
<br /> WSDOT WASHINGTON DEPARTMENT OF � PROTECT[ON SHALL BE WSTALLED IN ACCORDANCE W[TH WASHINGTON STATE !� � �,���������
<br /> , TRANSPORTAT:ON DEPARTMENT OF TRANSPORTATION STANDARD PLAN[-4020-00. !
<br />� � � � w7 wEtGHT � � SITE AND PAVING NOTES � � �egi�nat Me�JicatCenter
<br /> � WWF WELDED WlRE fABR[C Everett
<br /> 13. THE CONTRACTOR SHALL PROiECT AL� UTIL[TY ACCESS POWTS THAT DO NOT RECEIVE
<br /> [NLET PROTECTION SUCH AS MANHOLE COVERS,VAULT COVERS A�VD GRATES FROM 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BU[LDING UNLESS
<br /> � YR YEAR' COLLECTWG ANY STORMWATER DURING CONSTRUCTION. PLACE IhIPERVIOUS SHEET[NG NOTED OTHERWISE. 1£315 13th Street �
<br /> AROUND ACCESS POINTS TO PREVENT STORMWATER INFILTRAT[ON. 2, pROVfDE AN EXPANS[ON JOINT AT ALL LOCATIONS WHERE CONCRETE WALK Everett,Washington 9d201 _
<br /> ' S 14. EXCAVATION FOR REMOVAL OF EXISTING STRUCTURES AND WSTALLATION OF NEW ABUTS STRUCTURAL FOUNDAT[ON�COLUMN OR WALL AND FIXED OBJECTS. orawin9rue
<br /> . STRUCTURES,UT[L[TIES AND EMBANKMENTS SHAL�8E[N ACCORDANCE WITH THE 3. APPLY A BITUMINOUS TACK COAT AT ALL LOCATIONS'NHERE ASPHALT
<br /> GEOTECHNlCAL REPORT BY GEOENG[NEERS�j HE CONTRACTOR SH11LL COMPLY W[TH THE PAVEMENT ABUTS ANY BUILDING STRUCTURE,UT[LITY APPURTENANCE OR G EN ERAL N OTES,
<br /> �l REPORT RECOMMENDAT[ONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL NOT OTHER PAVEMENT TYPE
<br /> ' EXCEED THOSE SLOPES W[THOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER. LEG EN D,
<br /> i 4. CONCRETE FOR EXTERIOR SITE FAC[LITIES,tNCLUDING BUT NOT LIM[TED TO AB 8 REVIATIO N S AN D
<br /> 15. TEMPORARY CONSTRUCT[ON SLOPES GREATER THAT 3�1 AND GREATER THAN 4 FEET W CURBS,SIDEWALKS, THRUST BLOCKING,FENCE AND SlGN POST,RAMPS,AND
<br /> HE[GHT SHALL BE COVERED W[TH POLYETHYLENE SHEETWG. SEE UTILITY STRUCTURES SHALL BE !N ACCORDANCE WITH WASHINGTON STATE D RAWIN G LIST
<br /> FOR POLYETHYLENE SHEET[NG. 3 DEPARTMENT OF TRANSPORTATION STANDARD SPcCIFICATICN FOR ROAD,
<br /> I BR[�GE AND MUN[CfPAL CONSTRUCTION,SECTION 6-02,.3(2)8,COMMERC[AL
<br /> C0.01 C7.01 CONCRETE,CLASS 3000. CONCRETE SHALL HAVE A MIN[MUM COMPRESS[VE , `
<br /> STRENGTH OF 3000 PSI AT 28 DAYS.MAXRdUM WATER/CEMENT RAT[0 SNALL
<br /> ' 16. STAB[LIZE ALL SOILS,[NCLUDWG STOCKPILES THAT ARE TEMPORARILY EXPOSED. FROM BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MWUS 1.5 PERCENT AIR
<br /> ' OCTOBER 1 TO APR]L 30 NO SOILS SHALL REMAlN UNSTABIL[ZED FOR MORE THAN TWO ENTRAINMENT. •
<br /> � DAYS. FROM MAY 1 TO SEPTEMBER 30 NO SO(LS SHALL REMAIN UNSTABILIZED FOR
<br /> � MORE THAN SEVEN DAYS. 5. INSTALL SIGNAGE PROHIBIT[NG PARK[NG AT ALL NEW FIRE LANE CURB �1 CRF
<br /> � r � LOCATIONS. S[GNS SHALL BE VERTICqL S1GNS STATWG 'NO PARK[NG - FIRE �P F
<br /> ��,,v,
<br /> � = 17. ALL EXPOSED SO[LS MUST BE STABIL[ZED AT THE END OF THE 9H[FT BEFORE A LANE - TOW AWAY ZONE". SIGNS SHALL BE SIM[LAR IN SIZE,COLOR AND F���4 •��r�
<br /> - HOL[DAY OR WEEKEND AS REQU[RED BASED ON THE WEATHER FOfiECAST. LETTERING TO SIGN R7-1 OF THE MANUAL ON TRAFFIC CONTROL DEVICES.
<br /> 0 SIGNS SHALL BE MOUNTED ON POSTS AND FOUNDATIONS DETAILED [N THE
<br /> � ClTY OF EVERETT DESIGN APlD CONSTRUCTION STANDARDS AND x
<br /> - 18. ALL CONSTRUCTION STORMWATER D[SCHARGE FROM THE SITE SHALL MEET TNE SPEC[F1CAT[ONS FOR DEVELOPMENT,STANDARD DRAWING NUMBER 116. SfGN P, tiw
<br /> REQUfREMENTS OF THE STATE OF WASHINGTON WATER QUALITY$TANDARDS FOR LOCATION AND SPACING SHALL BE COORDWATED WlTH THE CITY OF EVERETT o�FSS��r��tF���`j -
<br /> SURFACE WATERS(CHAPTER 173-201A WASHINGTON ADMIN[STRAT[VE CODE)FOR F1RE CODE OFF[C(AL AND THE FIRE MARSHAL'S OFFICE y�i1
<br /> � TURB[DITY,pH AND PETROLEUM PRODUCTS.CONSTRUCTfON STORM!NATER DISCHARGE �
<br /> TURB[DITY FROM THE SITE SHALL NOT EXCEED 5 NEPHELOMETRIC TURBIDITY UN[TS 6. SEE LANDSCAPE DRAW[NGS FOR GRAVEL PATH DETA[LS.
<br /> o WTU)OVER BACKGROUND TURBlDITY WHEN THE BACKGROUND TURfIlDITY IS 50 NTU OR
<br /> LESS�OR HAVE MORE THAN A 10 PERCENT WCREASE [N TURBIDITY WHEN THE �ate: tt dt�r�unttv.2ov
<br /> BACKGROUND TURBID[TY[S MORE THAN 50 NTU. THE pH OF THE',CONSTRUCTION qpp ROVEI�
<br /> - � STORMWATER DISCHARGE SHALL 8E WITHIN THE RANGE OF 6.5 TO 8.5 WITH A Jo6No: 523257
<br /> HUMAN-CAUSED VARIATION W[TH1N A RANGE OF LESS THAN 0.2 UNITS. CONSTRUGT[ON
<br /> STORMWATER DISCHARGES SHALL BE PftOH16[TED IF THERE IS A VISIBLE SHEEN FROM PU�LIC W RKS DEP f2�"t9�N7' orawney: ceh�
<br /> PETROLEUM PRODUCTS. � cneckea ey: aMc
<br /> 19. PR[OR TO BEGINN[NG LAND DISTURBWG ACTIVITIES,[NCLUDING CLEARING AND GRADWG,
<br /> �� �
<br /> THE CONTRACTOR SHALL CLEARLY MARK ALL CLEARING L[MITS,SENSIT[VE AREAS AND a ��I °ra°,�°9"°.
<br /> � THEIR BUFFERS,AND TREES THAT ARE TO BE PRESERVED WITHIN THE CONSTRUCT[ON �A�� �
<br /> aREa. CtTY OF EV�RETT REVI�WED FOR PEF2MI7
<br /> �p 20. 'THE DUFF LAYER,NAT[4E TOP SOIL,AND NATURAL VEGETAT[ON SHALL BE RETAINED[N �_�Q`r 1 vl/f�O�V�(
<br /> � AN UND[STURBED STATE TO THE MAXIMUM EXTENT PRACT[CABLE.; IF IT[S NOT ���� �
<br /> PRACTICABLE TO RETA[N THE DUFF LAYER 1N PLACE,[T SHOULD BE STOCKPILED
<br /> - ON-SITE,COVERED TO PREVENT EROSION,AND REPLACED IMMEDIATELY UPON
<br /> � COMPLETlON OF THE GROUND D[STURBWG ACTNIT[ES. ' -
<br /> 1
<br /> - � ANDSCAPE OR
<br /> ; 21 STABILIZED P�ER NOTEAN5NNEEDSTOBBEISTA6[LIZEDAWITN STR WLMULCH. �✓�� ��'�'•� �
<br /> _ „� i
<br />
|